CN204825859U - Brill formula foundation pile - Google Patents
Brill formula foundation pile Download PDFInfo
- Publication number
- CN204825859U CN204825859U CN201520605939.0U CN201520605939U CN204825859U CN 204825859 U CN204825859 U CN 204825859U CN 201520605939 U CN201520605939 U CN 201520605939U CN 204825859 U CN204825859 U CN 204825859U
- Authority
- CN
- China
- Prior art keywords
- foundation pile
- formula foundation
- brill formula
- brill
- pile
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Landscapes
- Foundations (AREA)
Abstract
The utility model belongs to the technical field of the foundation pile, especially, relate to a brill formula foundation pile, including stake pipe and ring flange, the ring flange level is fixed set up in stake nose end, brill formula foundation pile still includes heliciform brill piece, the heliciform is bored the piece and is fixed in on the stake pipe lateral wall, pass through mechanical equipment during the construction and make brill formula foundation pile is rotatory, and brill formula foundation pile is last to apply certain pressure, lets brill formula foundation pile pierces underground to target depth. The utility model discloses a brill formula foundation pile simple structure, convenient operation, brill formula foundation pile has solved the builder's yard and has not been convenient for to transport the concrete and is not convenient for excavate the difficult problem of the earthwork through directly piercing buried mode.
Description
Technical field
The utility model belongs to foundation pile technical field, particularly relates to a kind of brill formula foundation pile.
Background technology
Need the foundation pile being used for fixing lamp stand is installed in job location in the process of lamp stand of installing street lamp.At present, the installation of the foundation pile of lamp stand is by first at job location earth excavation, then foundation pile is put into precalculated position, then to concreting in hole or directly the backfill earthwork compacting realize.But some job locations are not easy to transport concrete and earth excavation construction, for the installation of street lamp brings inconvenience.
Summary of the invention
In view of the defect in prior art, it is simple that the purpose of this utility model is to provide a kind of structure, easy construction, the brill formula foundation pile that reliability is strong.
The technical scheme that the utility model is adopted to achieve these goals is: a kind of brill formula foundation pile, comprise pile pipe, flange, described flange level is fixedly installed on described pile pipe top, described brill formula foundation pile also comprises helical form and bores sheet, and described helical form is bored sheet and is fixedly installed on described pile pipe sidewall.
In work progress, by construction equipment, described brill formula foundation pile is rotated by the direction of rotation making described pile pipe screw in downwards, in rotary course, not only helical form is bored sheet and is played and pile pipe is crept into but also plays as soil layer returns guide effect, while described pile pipe rotates, apply necessarily pressure straight down to described pile pipe by construction equipment, described brill formula foundation pile is pierced down to target depth.Described brill formula foundation pile structure is simple, easy to operate, relies on and directly rotates to it mode piercing target location, and overcome the difficult problem that construction plant is not easy to transport concrete and be not easy to earth excavation, the reliability of described brill formula foundation pile is strong.
Further, termination, described pile pipe bottom is oblique shovel head, and described oblique shovel head is conducive to reducing the described brill formula foundation pile resistance suffered when piercing underground.
Further, described pile pipe sidewall is provided with cable aperture, it is inner that described cable aperture is used for cable being accessed described brill formula foundation pile.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model;
In figure: 1, pile pipe, 2, flange, 3, helical form bores sheet, 4, cable aperture, 5, oblique shovel head.
Detailed description of the invention
Clearly understand to make the purpose of this utility model, technical scheme and advantage, below in conjunction with Figure of description and embodiment, the utility model is further elaborated, be to be understood that, specific embodiment described herein only in order to explain the utility model, and is not used in restriction the utility model.
As shown in Figure 1, brill formula foundation pile structure of the present utility model comprises pile pipe 1 and flange 2, described flange 2 level is fixedly installed on described pile pipe 1 top, and described brill formula foundation pile also comprises helical form and bores sheet 3, and described helical form is bored sheet 3 and is fixedly installed on described pile pipe 1 sidewall.Concrete using method is: in work progress, by an oblique shovel 5 insertion construction ground, by construction equipment, described brill formula foundation pile is rotated by the direction of rotation making described pile pipe 1 pierce downwards, be that described pile pipe 1 applies necessarily pressure straight down by construction equipment while described pile pipe 1 rotates, described brill formula foundation pile is pierced down to target depth, by equipment such as lamp stands more than flange 2 installation ground.Brill formula foundation pile structure of the present utility model is simple, easy to operate, and described brill formula foundation pile, by directly piercing the mode of underground, solves the difficult problem that construction plant is not easy to transport concrete and be not easy to earth excavation.
Above embodiment is the utility model preferred embodiment, not in order to limit the utility model, every within spirit of the present utility model and principle, and any amendment done, equivalent replacement, improvement etc., all should be included in protection domain of the present utility model.
Claims (3)
1. bore a formula foundation pile, comprising: pile pipe and flange, described flange level is fixed on the top of described pile pipe, it is characterized in that, also comprise helical form and bore sheet, described helical form is bored sheet and is fixedly installed on the sidewall of described pile pipe.
2. a kind of brill formula foundation pile as claimed in claim 1, is characterized in that: the termination, bottom of described pile pipe is oblique shovel head.
3. a kind of brill formula foundation pile as claimed in claim 1 or 2, is characterized in that: the sidewall of described pile pipe is provided with cable aperture.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201520605939.0U CN204825859U (en) | 2015-08-12 | 2015-08-12 | Brill formula foundation pile |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201520605939.0U CN204825859U (en) | 2015-08-12 | 2015-08-12 | Brill formula foundation pile |
Publications (1)
Publication Number | Publication Date |
---|---|
CN204825859U true CN204825859U (en) | 2015-12-02 |
Family
ID=54683475
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201520605939.0U Active CN204825859U (en) | 2015-08-12 | 2015-08-12 | Brill formula foundation pile |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN204825859U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106759310A (en) * | 2017-01-14 | 2017-05-31 | 山东飞越钢结构工程有限公司 | A kind of quick slip casting brace foundation device of modularization and grouting method |
-
2015
- 2015-08-12 CN CN201520605939.0U patent/CN204825859U/en active Active
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106759310A (en) * | 2017-01-14 | 2017-05-31 | 山东飞越钢结构工程有限公司 | A kind of quick slip casting brace foundation device of modularization and grouting method |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN106759449B (en) | Rock-based seabed offshore wind turbine rock-socketed single-pile foundation and construction method thereof | |
CN106950070B (en) | Experimental rig for rectangular top pipe jacking construction Whole Process Simulation | |
CN103603342B (en) | Major diameter assembled casing super-long filling pile construction method | |
CN204199335U (en) | A kind of pressure release well reducing PHC tube pile construction soil compaction effect | |
CN204253056U (en) | A kind of shield machine export & import reinforcing structure | |
CN102605772A (en) | Construction method for revolving digging cast-in-place pile | |
CN103742157A (en) | Method of newly building underground space under ground by pipe jacking method | |
CN103114599A (en) | Deep foundation pit sealed precipitation device and construction method thereof | |
CN105442532A (en) | Construction method for pile-head-expanded bored pile | |
CN104675405B (en) | Rectangular pipe jacking machine tunnel entering auxiliary structure and construction method | |
CN104131821B (en) | A kind of shield tunnel plug-in conduit grooving structure and fixing means thereof | |
CN105780806A (en) | Offshore wind turbine foundation for long-leg jacket of drilling piles and construction method of offshore wind turbine foundation | |
CN203569561U (en) | Novel pile forming device of steel pipe protection wall cast-in-place piles following up drill | |
CN204825859U (en) | Brill formula foundation pile | |
CN204401612U (en) | A kind of super-large diameter all steel casing does operation pore-creating filling pile construction equipment | |
CN207525758U (en) | A kind of reinforced Structure About Soldier Pile | |
CN102486092A (en) | Pipe jacking machine holing-through construction method of rectangular channel construction in deep soil layer | |
CN105735383A (en) | Partial underground obstacle removing construction method capable of reserving structural system | |
CN107700508A (en) | A kind of shaped steel stirs the construction method of water spray soil curtain support pile | |
CN203008925U (en) | Shield barrier-free launching apparatus | |
CN203498848U (en) | Light-weight well point downcast pipe hole forming device | |
CN203113361U (en) | Deep foundation pit sealing precipitation device | |
CN206916746U (en) | High-pressure jet, jetting type are removed obstacles immersed tube | |
CN103161469A (en) | Method for excavating vertical shaft to underground repair pipe-jacking tool pipe | |
CN102758434B (en) | Middle pick prestressed centrifugally pile tube pile-sinking device and pile sinking method thereof |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant |